ASPHALT PAVEMENTS - SUPERPAVE Sample Clauses

ASPHALT PAVEMENTS - SUPERPAVE. (6-19-12) (Rev. 8-16-16) 605, 609, 610, 650 SP6 R01 Revise the 2012 Standard Specifications as follows: Apply tack coat uniformly across the existing surface at target application rates shown in Table 605-1. New Asphalt 0.04 ± 0.01 Oxidized or Milled Asphalt 0.06 ± 0.01 Concrete 0.08 ± 0.01 Apply tack coat at a temperature within the ranges shown in Table 605-2. Tack coat shall not be overheated during storage, transport or at application. Areas to be paid under these items include mainline, turn lanes, shoulders, and other areas milled in conjunction with the mainline and any additional equipment necessary to remove pavement in the area of manholes, water valves, curb, gutter and other obstructions. Incidental Milling to be paid will be the actual number of square yards of surface milled where the Contractor is required to mill butt joints, irregular areas and intersections milled as a separate operation from mainline milling and re-mill areas that are not due to the Contractor’s negligence whose length is less than 100 feet. Measurement will be made as provided in Subarticle 607-5(A) for each cut the Contractor is directed to perform. Where the Contractor elects to make multiple cuts to achieve the final depth, no additional measurement will be made. Compensation will be made at the contract unit price per square yard for Incidental Milling. Warm mix asphalt (WMA) is allowed for use at the Contractor’s option in accordance with the NCDOT Approved Products List for WMA Technologies available at: The JMF mix temperature shall be within the ranges shown in Table 610-1 unless otherwise approved. When RAS is used, the JMF mix temperature shall be established at 275ºF or higher. Do not place asphalt material when the air or surface temperatures, measured at the location of the paving operation away from artificial heat, do not meet Table 610-5. following: B25.0B, C 35°F I19.0B, C, D 35°F SF9.5A, S9.5B 40°FA S9.5C, S12.5C 45°FA S9.5D, S12.5D 50°F
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ASPHALT PAVEMENTS - SUPERPAVE. (6-19-12) (Rev. 1-19-16) 605, 609, 610, 650 SP6 R01 Revise the 2012 Standard Specifications as follows: Apply tack coat uniformly across the existing surface at target application rates shown in Table 605-1. New Asphalt 0.04 ± 0.01 Oxidized or Milled Asphalt 0.06 ± 0.01 Concrete 0.08 ± 0.01 Apply tack coat at a temperature within the ranges shown in Table 605-2. Tack coat shall not be overheated during storage, transport or at application. Warm mix asphalt (WMA) is allowed for use at the Contractor’s option in accordance with the NCDOT Approved Products List for WMA Technologies available at: The JMF mix temperature shall be within the ranges shown in Table 610-1 unless otherwise approved. When RAS is used, the JMF mix temperature shall be established at 275ºF or higher. replace the second sentence of the first paragraph with the following: Do not place asphalt material when the air or surface temperatures, measured at the location of the paving operation away from artificial heat, do not meet Table 610-5. Table 610-5 with the following: B25.0B, C 35F I19.0B, C, D 35F SF9.5A, S9.5B 40FA S9.5C, S12.5C 45FA S9.5D, S12.5D 50F Produce the mixture at the asphalt plant within ±25 ºF of the JMF mix temperature. The temperature of the mixture, when discharged from the mixer, shall not exceed 350ºF. Page 6-26, Article 610-8, SPREADING AND FINISHING, line 34, add the following new paragraph: As referenced in Section 9.6.3 of the HMA/QMS Manual, use the automatic screed controls on the paver to control the longitudinal profile. Where approved by the Engineer, the Contractor has the option to use either a fixed or mobile string line. the following after the first sentence in the first paragraph: Smoothness acceptance testing using the inertial profiler is not required on ramps, loops and turn lanes. The interval at which relative profile elevations are reported shall be 2”. Operate the profiler at any speed as per the manufacturer’s recommendations to collect valid data. After testing, transfer the profile data from the profiler portable computer’s hard drive to a write once storage media (Flash drive, USB, DVD-R or CD-R) or electronic media approved by the Engineer. Submit a report with the documentation and electronic data of the evaluation for each section to the Engineer within 10 days after completion of the smoothness testing. The report shall be in the tabular format for each 0.10 segment or a portion thereof with a summary of the MRI values and the locali...
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ASPHALT PAVEMENTS - SUPERPAVE. (6-19-12) (Rev. 4-21-15) 605, 609, 610, 650 SP6 R01 Revise the 2012 Standard Specifications as follows: Apply tack coat uniformly across the existing surface at target application rates shown in Table 605-1. New Asphalt 0.04 ± 0.01 Oxidized or Milled Asphalt 0.06 ± 0.01 Concrete 0.08 ± 0.01 Apply tack coat at a temperature within the ranges shown in Table 605-2. Tack coat shall not be overheated during storage, transport or at application. Warm mix asphalt (WMA) is allowed for use at the Contractor’s option in accordance with the NCDOT Approved Products List for WMA Technologies available at: TABLE 610-1 DESIGN MIXING TEMPERATURE AT THE ASPHALT PLANTA PG 64-22 300ºF 225 - 275ºF PG 70-22 315ºF 240 - 290ºF PG 76-22 335ºF 260 - 310ºF
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ASPHALT PAVEMENTS - SUPERPAVE. (6-19-12) (Rev. 1-19-16) 605, 609, 610, 650 SP6 R01 Revise the 2012 Standard Specifications as follows: Apply tack coat uniformly across the existing surface at target application rates shown in Table 605-1. New Asphalt 0.04 ± 0.01 Oxidized or Milled Asphalt 0.06 ± 0.01 Concrete 0.08 ± 0.01 Apply tack coat at a temperature within the ranges shown in Table 605-2. Tack coat shall not be overheated during storage, transport or at application. Warm mix asphalt (WMA) is allowed for use at the Contractor’s option in accordance with the NCDOT Approved Products List for WMA Technologies available at: The JMF mix temperature shall be within the ranges shown in Table 610-1 unless otherwise approved. When RAS is used, the JMF mix temperature shall be established at 275ºF or higher. replace the second sentence of the first paragraph with the following: Do not place asphalt material when the air or surface temperatures, measured at the location of the paving operation away from artificial heat, do not meet Table 610-5. Table 610-5 with the following: B25.0B, C 35°F I19.0B, C, D 35°F SF9.5A, S9.5B 40°FA S9.5C, S12.5C 45°FA S9.5D, S12.5D 50°F
Sample 1
ASPHALT PAVEMENTS - SUPERPAVE. (6-19-12) (Rev. 1-19-16) 605, 609, 610, 650 SP6 R01 Revise the 2012 Standard Specifications as follows: Apply tack coat uniformly across the existing surface at target application rates shown in Table 605-1. New Asphalt 0.04 ± 0.01 Oxidized or Milled Asphalt 0.06 ± 0.01 Concrete 0.08 ± 0.01 Apply tack coat at a temperature within the ranges shown in Table 605-2. Tack coat shall not be overheated during storage, transport or at application. Warm mix asphalt (WMA) is allowed for use at the Contractor’s option in accordance with the NCDOT Approved Products List for WMA Technologies available at: The JMF mix temperature shall be within the ranges shown in Table 610-1 unless otherwise approved. When RAS is used, the JMF mix temperature shall be established at 275ºF or higher. Do not place asphalt material when the air or surface temperatures, measured at the location of the paving operation away from artificial heat, do not meet Table 610-5. following: B25.0B, C 35°F I19.0B, C, D 35°F SF9.5A, S9.5B 40°FA S9.5C, S12.5C 45°FA S9.5D, S12.5D 50°F
Sample 1

Related to ASPHALT PAVEMENTS - SUPERPAVE

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